2018
DOI: 10.21079/11681/28013
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Long-Term Morphology Modeling for Barrier Island Tidal Inlets

Abstract: has developed the Coastal Modeling System (CMS) as a coupled wave, hydrodynamic, and sediment transport numerical modeling system. The primary focus of this study is to validate CMS for long-term applications through simulations of tidal inlet evolution and verify the results against established theoretical and empirical formulations that describe the stability and equilibrium conditions of tidal inlets. A wide range of conditions are chosen to test the breadth of model applicability including varying waves, t… Show more

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Cited by 3 publications
(3 citation statements)
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References 20 publications
(39 reference statements)
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“…During the flood tide, the flood tidal current and river flow directions are opposite, and the two actions cancel each other, which lowers the flow velocity, reduces the erosion ability, and intensifies sediment accumulation (Feng et al, 2015;Du et al, 2016). During the ebb period, the ebb-tidal current and river flow are in the same direction, and the velocity of the total flow increases, which leads to the enhancement of the scouring capacity of the estuary (Styles et al, 2016). Notably, the bottom seabed on the north side of the Shihu Port was eroded by strong tidal currents caused by a sudden change in the topography of the cape (Lubke, 1985).…”
Section: Evolution Of Urban Coastal Zone Environment Before Industrializationmentioning
confidence: 99%
“…During the flood tide, the flood tidal current and river flow directions are opposite, and the two actions cancel each other, which lowers the flow velocity, reduces the erosion ability, and intensifies sediment accumulation (Feng et al, 2015;Du et al, 2016). During the ebb period, the ebb-tidal current and river flow are in the same direction, and the velocity of the total flow increases, which leads to the enhancement of the scouring capacity of the estuary (Styles et al, 2016). Notably, the bottom seabed on the north side of the Shihu Port was eroded by strong tidal currents caused by a sudden change in the topography of the cape (Lubke, 1985).…”
Section: Evolution Of Urban Coastal Zone Environment Before Industrializationmentioning
confidence: 99%
“…The sediment mobility index describes velocity or shear stress relative to the critical value for sediment mobilization and is presented in section 3.1.2. After selecting a predictable metric to describe nearshore berm evolution, wave spectra related to characteristic nearshore berm response metrics may be computed by two general procedures: (1) wave spectra that represent the average conditions over the entire duration considered are determined as the time series with the most representative average (e.g., Styles et al 2018), (2) wave spectra that represent the peak conditions expected over a given duration are determined from the return period of storm events based on the specified duration (e.g., Demirbilek et al 2010). The importance of peak events or higher frequency ongoing processes is related to the timescales of nearshore berm morphodynamics.…”
Section: Representative Wave Selectionmentioning
confidence: 99%
“…In many mesoscale studies, incomplete historical records of morphological change taken in conjunction with more complete records of some (but not all) dynamic drivers (e.g. Elias and van der Spek, 2006;Styles et al, 2016) often identify certain morphodynamic relationships and feedbacks. In almost all cases, however, the geological parameters (underlying geology/geomorphology, sediment nature and supply) are unknown and are either unacknowledged, deliberately ignored or assumed to be unimportant.…”
Section: Introductionmentioning
confidence: 99%